HomeMy WebLinkAboutSign Permit 10-061 - temporaryCity of Prior Lake
APPLICATION FOR SIGN PERMIT
Permit No. -Sy- 1 - 6
DIRECTIONS: One completed application per sign is required. Applicant is 1. PARCEL I.D. OF PROPERTY:
responsible for obtaining a building permit if necessary,
2. APPLICANT: (NAME) (ADDRESS) 1 (PRONE
GB /-yz4 –to � clh
3 sl y' Sy r st �( v v i 1 1 t, 041U 550 ar
3. OWNER: (NAME) (ADDRESS, (PIION[i }
44• SITE DDRESSOR AT[ONO� FSIG S ,ns ��� � II` �`�� L�� Ia12
" 1 1 5 ` W i I ant .t -_ .,,...1 ,4r,— - i C C (PHONE)
rcrcnvuvcrvs FWAL / MARLIUEE/A*NIACi/FREESTANDW(1)
nk Mesmge•!!/ rurdnareASlg► rs° InstltnlronolS Jgas °LakeServictS7grts"
Directional Signr°Pennenern lr'Frrdory Sign 'Portable Sign '1Snbdhj ion ldentifrcation Signs
6. SIGN D1M'ENSIONS 10. Estimated Value of S*n � - — - - --
(square feet) (Height) (Width) (Depth) 470, (}C}
U
of O • J Sr P 11. Completion Data
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7. TYPE O ! - 2011 F CONSTRUCTION - - - —
��13 - w ed t� Y ) t C e ms �l -o�
8. PROPOSEDDISPLAI D ATES
(if applicable) / �- - - --
SIGN PERMITS WILL NOT BE PROCESSED IF THEY ARE INCOMPLETE —
I herehy certify that I have furnished infOrmation on this application which is, to the hest of my knowledge, true and correct. I also oartifv that I am the owner
or authorized agent for the ahove.mcntioned property, and that all construction will conform to till existing state and local laws and will pmeced in accordance
with suMnittcd plans. I am aware that the City Planner can revoke this pemtit for just cause. Furthermore, t hereby agree that City Officials or a designee theroor
may enter upon the property to perform mcded inspections.
S sN 'I tIRE OF PRt) ; T O t.F.RX)RMF.1Z REP I)n'1'li
Nf ED N ME ( P 0 IF' 1. �UNFR'�
FOR ADMINISTRATIVE: USE
S UBMISSION REQUIREMENTS
v /t ompletod Application
- ✓ c to Drawing showing Iomtion ofsign
ts and Spats��
1'ertrti(Fee $ I S (Permit fee is set
at time of application , c.ordutg to approved schedule)
This Application b owes your Si n P tit when approved.
Hy
1 Lamer or designee
Date -6 6-1 O
I This is to certify that the rw4twst in the above application aril accot[yxrriying doctunents is in nccortfunce with the City Sign Ordinance and 'my proceed a:t
toquested. 'this docuntent, when signed Iry the City Planner or designee constitutes compliance with the b5gn Ordinance.
Special Conditions
24 11uw Notice: 10 All Insr ,ai
, 147-981(1
........ .uu.ngn permit application 2010.doc
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972.39 /
EXISTING
)US -26 LF
ADE BUTT
LATCH
GRADE ,
r2 41
'__ -SAWCUT EXISTING �` I
BITUMINOUS -81 LF
TO PROVIDE BUTT > I
JOINT. MATCH J
EXISTING GRADE
ELOCATE
.XISTING SIGN
A\
L \GNP P�
GENERAL GRADING NOTES:
1. SPEOFICADONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE
MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA
OEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE
GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER
MINNESOTA STATUTE CHAPTER 216D. 48 HOURS PRIOR TO PERFORMING ANY
EXCAVATION (PHONE 651- 454 -0002 IN THE TWIN CITIES METRO AREA OR
TOLL FREE 1 -BOD- 252 - 1166).
3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS ANO ELEVATIONS OF
ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS
SHALL BE PERFORMED IN ACCORDANCE VAIN ALL OSHA REOUIREMENTS.
S. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE
OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS
WTHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL RE
DESIGNATED BY THE ENGINEER.
6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SO4LS ENGINEER SO
THAT CERTIFICATION GF ALL CONTROLLED FILLS CAN BE FURNISHED TO
THE OWNER DURING AND UPON COMPLETION OF THE PROJECT.
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7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN
THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET
OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE. THE CONTRACTOR
SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT
OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND
THAT COMPACTION TO A MINIMUM OF I00% OF STANDARD PROCTOR DENSITY
BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF
THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL
INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS
OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND
THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY
DE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE
WITHIN O.I'i.
& LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE
CONSTRUCTED IN ACCORDANCE PATH THESE PLANS AND SPECIFICATIONS.
THE GRADING TOLERANCE SHALL BE 0.3'1. ALL EARTHWORK OPERATIONS
SHALL RE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET
79G 'LAND DEVELOPMENT WITH CONTROLLED EARTHWORK'. PROVIDING
FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED
BY THE CEO- TECHNICAL ENGINEER.
9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL
AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED
WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION
ELEVATIONS, A HIGHER MINIMUM OF 989 SHALL BE ATTAINED
10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT
SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A
PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE
RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE
CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS.
11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR
STREETS/PARKING LOTS AND 0.3' FOR LANDSCAPED /OPEN AREAS.
wi_151'!A 7[3�.'.L471iI�7i6171
1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS
WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 03/29/10.
THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN
IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL.
3 "RAD.
SL 3/4/
E
M
2')-1
N
B612 CURB
W35G3GB BIT NEAR
COAT
W3503G0 61TM BASE
;GREGATE BASE
SUBGRADE
PAVEMENT SECTION
SCALE IN FEET
20 40
VARIES
SEE PLANS
2% MAX
4" CONCRETE
4" CLASS 5 BASE
CONCRETE SIDEWALK
i Inch = 20 feet
INFILTRATION DRAINAGE CALCULATIONS LOU
0 ADDITIONAL IMPERVIOUS SURFACE AREA 6,445 FT?
INFILTRATION VOLUME FOR 0.5" RUNOFF 269 FT.
INFILTRATION VOLUME PROVIDED 2,057 FT3
INFILTRATION AREA 1,943 FT .2
INFILTRATION RATE 0.5 " /HR
INFILTRATION RATE 1,943 FT2 X 0.5 " /HR. 80.9 FT3 /HR.
BASIN DRAW DOWN TIME 269 FT. /80.9 FT?/HR = 3.3 HRS.
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DRAWN BY
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DATE
■ REVISIONS ■
CAD FILE
22709G
PROJECT NO.
22709
2.1
r
-------------------
972.39 /
EXISTING
)US -26 LF
ADE BUTT
LATCH
GRADE ,
r2 41
'__ -SAWCUT EXISTING �` I
BITUMINOUS -81 LF
TO PROVIDE BUTT > I
JOINT. MATCH J
EXISTING GRADE
ELOCATE
.XISTING SIGN
A\
L \GNP P�
GENERAL GRADING NOTES:
1. SPEOFICADONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE
MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA
OEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE
GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER
MINNESOTA STATUTE CHAPTER 216D. 48 HOURS PRIOR TO PERFORMING ANY
EXCAVATION (PHONE 651- 454 -0002 IN THE TWIN CITIES METRO AREA OR
TOLL FREE 1 -BOD- 252 - 1166).
3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS ANO ELEVATIONS OF
ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS
SHALL BE PERFORMED IN ACCORDANCE VAIN ALL OSHA REOUIREMENTS.
S. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE
OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS
WTHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL RE
DESIGNATED BY THE ENGINEER.
6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SO4LS ENGINEER SO
THAT CERTIFICATION GF ALL CONTROLLED FILLS CAN BE FURNISHED TO
THE OWNER DURING AND UPON COMPLETION OF THE PROJECT.
L--
m
S 2
W
/
m
Z
C
m
a u
7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN
THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET
OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE. THE CONTRACTOR
SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT
OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND
THAT COMPACTION TO A MINIMUM OF I00% OF STANDARD PROCTOR DENSITY
BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF
THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL
INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS
OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND
THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY
DE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE
WITHIN O.I'i.
& LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE
CONSTRUCTED IN ACCORDANCE PATH THESE PLANS AND SPECIFICATIONS.
THE GRADING TOLERANCE SHALL BE 0.3'1. ALL EARTHWORK OPERATIONS
SHALL RE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET
79G 'LAND DEVELOPMENT WITH CONTROLLED EARTHWORK'. PROVIDING
FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED
BY THE CEO- TECHNICAL ENGINEER.
9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL
AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED
WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION
ELEVATIONS, A HIGHER MINIMUM OF 989 SHALL BE ATTAINED
10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT
SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A
PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE
RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE
CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS.
11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR
STREETS/PARKING LOTS AND 0.3' FOR LANDSCAPED /OPEN AREAS.
wi_151'!A 7[3�.'.L471iI�7i6171
1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS
WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 03/29/10.
THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN
IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL.
3 "RAD.
SL 3/4/
E
M
2')-1
N
B612 CURB
W35G3GB BIT NEAR
COAT
W3503G0 61TM BASE
;GREGATE BASE
SUBGRADE
PAVEMENT SECTION
SCALE IN FEET
20 40
VARIES
SEE PLANS
2% MAX
4" CONCRETE
4" CLASS 5 BASE
CONCRETE SIDEWALK
i Inch = 20 feet
INFILTRATION DRAINAGE CALCULATIONS LOU
0 ADDITIONAL IMPERVIOUS SURFACE AREA 6,445 FT?
INFILTRATION VOLUME FOR 0.5" RUNOFF 269 FT.
INFILTRATION VOLUME PROVIDED 2,057 FT3
INFILTRATION AREA 1,943 FT .2
INFILTRATION RATE 0.5 " /HR
INFILTRATION RATE 1,943 FT2 X 0.5 " /HR. 80.9 FT3 /HR.
BASIN DRAW DOWN TIME 269 FT. /80.9 FT?/HR = 3.3 HRS.
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DRAWN BY
CJK
DATE
■ REVISIONS ■
CAD FILE
22709G
PROJECT NO.
22709
2.1